Public Works Roads Department Tender
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Costs
EMD
₹ 12,42,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Udalguri District I.br. No. 3/2 On Dhupguri To Latakhat Ii.br. No. 1/1 On Udalguri Barbengra Road To Darangipara Iii.br. No. 4/21 On Rongajulikhat To Atelia Road
Description
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Contact
Tender Id
2023_PWRDW_33824_1Bid Award Id
ViewTender No
CE/EAP/ARRBP111Tenders2023/85Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.
i) Br. No. 3/2 on Dhupguri to Latakhat
6.21
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-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
54.18
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.
iii) Br. No. 4/21 on Rongajulikhat to Atelia Road
184.65
-
-
Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land
i) Br. No. 3/2 on Dhupguri to Latakhat
1890.89
-
-
Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
7437.99
-
-
Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
3281.28
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-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land
i) Br. No. 3/2 on Dhupguri to Latakhat
584.12
-
-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
983.46
-
-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
698.88
-
-
Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
i) Br. No. 3/2 on Dhupguri to Latakhat
248.07
-
-
Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
391.29
-
-
Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
277.97
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-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
i) Br. No. 3/2 on Dhupguri to Latakhat
84.3
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-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
135.32
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-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
96.2
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-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material
i) Br. No. 3/2 on Dhupguri to Latakhat
84.3
-
-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
135.32
-
-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
96.2
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-
Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage.
A) Including Edge block/ Edge restraints.
i) Br. No. 3/2 on Dhupguri to Latakhat
1096.15
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-
Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage.
A) Including Edge block/ Edge restraints.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
1761.95
-
-
Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage.
A) Including Edge block/ Edge restraints.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
1252.67
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
i) Br. No. 3/2 on Dhupguri to Latakhat
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
b) 600mm Circular
i) Br. No. 3/2 on Dhupguri to Latakhat
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
b) 600mm Circular
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
b) 600mm Circular
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
c) 600mm x 450mm Rectangular
i) Br. No. 3/2 on Dhupguri to Latakhat
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
c) 600mm x 450mm Rectangular
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
c) 600mm x 450mm Rectangular
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
-
-
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
i) Br. No. 3/2 on Dhupguri to Latakhat
1
-
-
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
1
-
-
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
1
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
i) Br. No. 3/2 on Dhupguri to Latakhat
6.62
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
6.62
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
6.62
-
-
Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
i) Br. No. 3/2 on Dhupguri to Latakhat
8
-
-
Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
8
-
-
Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
8
-
-
Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
i) Br. No. 3/2 on Dhupguri to Latakhat
32
-
-
Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
52
-
-
Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
36
-
-
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
i) Br. No. 3/2 on Dhupguri to Latakhat
80
-
-
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
80
-
-
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
80
-
-
Labour for taking out old piles of timber bridge with necessary sacffolding, jati bamboos, jumper ropes etc., complete and stacking them at suitable places as directed.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
8
-
-
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
16.5
-
-
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
25.76
-
-
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
Upto 3m depth
i) Br. No. 3/2 on Dhupguri to Latakhat
185.98
-
-
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
Upto 3m depth
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
350.66
-
-
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
Upto 3m depth
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
397.54
-
-
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
3m to 6m depth
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
29.01
-
-
MS Liner for bored cast in situ concrete pile (Providing and installing 6mm MS liner for bored cast in situ concrete pile including applying protective coating as per drawing and technical specification and as directed by Engineer in Charge.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
8.8
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specifications clauses 1000 & 1202.
i) Br. No. 3/2 on Dhupguri to Latakhat
32.55
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specifications clauses 1000 & 1202.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
26.1
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specifications clauses 1000 & 1202.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
22.9
-
-
Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter-1200mm)
i) Br. No. 3/2 on Dhupguri to Latakhat
204
-
-
Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter-1200mm)
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
156
-
-
Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter-1200mm)
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
120
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
i) Br. No. 3/2 on Dhupguri to Latakhat
1000
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
1000
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
1000
-
-
b) Lateral load test
i) Br. No. 3/2 on Dhupguri to Latakhat
100
-
-
b) Lateral load test
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
100
-
-
b) Lateral load test
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
100
-
-
Pile intrigity test Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineer-in-Charge and detailed in specification. Test to be carried out by an approved reputed agency item to include all out incidental work to execute the job.
i) Br. No. 3/2 on Dhupguri to Latakhat
4
-
-
Pile intrigity test Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineer-in-Charge and detailed in specification. Test to be carried out by an approved reputed agency item to include all out incidental work to execute the job.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
-
-
Pile intrigity test Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineer-in-Charge and detailed in specification. Test to be carried out by an approved reputed agency item to include all out incidental work to execute the job.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
-
-
Levelling course for Pile cap
i) Br. No. 3/2 on Dhupguri to Latakhat
8.08
-
-
Levelling course for Pile cap
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
8.08
-
-
Levelling course for Pile cap
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
8.08
-
-
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15
i) Br. No. 3/2 on Dhupguri to Latakhat
5.44
-
-
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
5.77
-
-
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
7.19
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification Using Concrete Mixer
i) Br. No. 3/2 on Dhupguri to Latakhat
159.73
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification Using Concrete Mixer
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
159.73
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification Using Concrete Mixer
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
159.73
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30
Without plasticiser
Using concrete mixture
i) Br. No. 3/2 on Dhupguri to Latakhat
22.3
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30
Without plasticiser
Using concrete mixture
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
27.27
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30
Without plasticiser
Using concrete mixture
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
29.5
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
i) Br. No. 3/2 on Dhupguri to Latakhat
4.98
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
14.24
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
13.27
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
i) Br. No. 3/2 on Dhupguri to Latakhat
11
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
28
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
26
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
i) Br. No. 3/2 on Dhupguri to Latakhat
24.95
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
88.25
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
104.9
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height 5 m to 10m
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
0.9
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m
i) Br. No. 3/2 on Dhupguri to Latakhat
29.92
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
29.73
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
40.91
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10m
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
6.28
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications.
i) Br. No. 3/2 on Dhupguri to Latakhat
62400
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
62400
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications.
iii) Br. No. 4/21 on Rongajulikhat to Atelia Road
62400
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
i) Br. No. 3/2 on Dhupguri to Latakhat
59.87
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
108.83
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
107.6
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.
i) Br. No. 3/2 on Dhupguri to Latakhat
28.19
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
27.99
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
28.41
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork (RCC/PSC GIRDERS & Slab)
PSC M-35
Height upto 5m
i) Br. No. 3/2 on Dhupguri to Latakhat
155.27
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork (RCC/PSC GIRDERS & Slab)
PSC M-35
Height upto 5m
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
155.27
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork (RCC/PSC GIRDERS & Slab)
PSC M-35
Height upto 5m
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
155.27
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
i) Br. No. 3/2 on Dhupguri to Latakhat
28.1
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
81.33
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
69.04
-
-
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 3/2 on Dhupguri to Latakhat
10
-
-
Drainage Spouts complete as per drawing and Technical specifications.
iii) Br. No. 4/21 on Rongajulikhat to Atelia Road
10
-
-
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
10
-
-
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.)
i) Br. No. 3/2 on Dhupguri to Latakhat
15
-
-
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.)
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
15
-
-
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.)
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
15
-
-
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211.
A With Crusher Stone
I Nominal Mix (1:2.5:5)
i) Br. No. 3/2 on Dhupguri to Latakhat
7.54
-
-
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211.
A With Crusher Stone
I Nominal Mix (1:2.5:5)
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
7.54
-
-
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211.
A With Crusher Stone
I Nominal Mix (1:2.5:5)
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
7.54
-
-
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.
a. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
i) Br. No. 3/2 on Dhupguri to Latakhat
15.75
-
-
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.
a. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
15.75
-
-
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.
a. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
15.75
-
-
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified.
M 40 grade concrete
i) Br. No. 3/2 on Dhupguri to Latakhat
82.24
-
-
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified.
M 40 grade concrete
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
84.73
-
-
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified.
M 40 grade concrete
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
81.88
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 3/2 on Dhupguri to Latakhat
18.64
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
18.64
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
18.64
-
-
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701
i) Br. No. 3/2 on Dhupguri to Latakhat
209.18
-
-
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
216.71
-
-
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
209.23
-
-
Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
i) Br. No. 3/2 on Dhupguri to Latakhat
2
-
-
Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
-
-
Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
-
-
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
i) Br. No. 3/2 on Dhupguri to Latakhat
2
-
-
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
-
-
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
-
-
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
i) Br. No. 3/2 on Dhupguri to Latakhat
1
-
-
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
1
-
-
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
iii) Br. No. 4/21 on Rongajulikhat to Atelia Road
1
-
-
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material.
Upto 3m depth
i) Br. No. 3/2 on Dhupguri to Latakhat
53.09
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
i) Br. No. 3/2 on Dhupguri to Latakhat
10.98
-
-
Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203.
Nominal mix (1:2.5:5)
i) Br. No. 3/2 on Dhupguri to Latakhat
3.87
-
-
Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork
RCC Grade M-35
Using Concrete Mixer
i) Br. No. 3/2 on Dhupguri to Latakhat
13.55
-
-
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specifications clauses 1205.5.7.
i) Br. No. 3/2 on Dhupguri to Latakhat
16
-
-
Providing weep holes in Brick masonry/Stone Masonry, Plain/ Reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face complete as per drawing and Technical Specifications clauses 614, 709, 1204.3.7
i) Br. No. 3/2 on Dhupguri to Latakhat
16
-
-
Plain/Reinforced cement concrete in sub[1]structure complete as per drawing and technical specification and steel shuttering formwork.
RCC Grade M35
RCC M35 - BOX BRIDGE
Height upto 5m
i) Br. No. 3/2 on Dhupguri to Latakhat
15.74
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork.
RCC/PSC Grade M35
For Solid Slab Superstructure - Height 5m to 10m
i) Br. No. 3/2 on Dhupguri to Latakhat
10.33
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202.
i) Br. No. 3/2 on Dhupguri to Latakhat
2.9
-
-
Providing and laying reinforced cement concrete in super-structure as per drawing and Technical Specification Clause 800, 1205.4 and 1205.5.
RCC Grade M30 (Kerb Below RCC Railing)
Height upto 5m
i) Br. No. 3/2 on Dhupguri to Latakhat
1.6
-
-
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/ concrete surfaces as per drawing and Technical Specification clause 1701.
i) Br. No. 3/2 on Dhupguri to Latakhat
0.8
-
-
Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.
i) Br. No. 3/2 on Dhupguri to Latakhat
187.05
-
-
Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
1402.33
-
-
Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
467.77
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
i) Br. No. 3/2 on Dhupguri to Latakhat
11.21
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
113.48
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
52.15
-
-
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
i) Br. No. 3/2 on Dhupguri to Latakhat
51.29
-
-
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
306.06
-
-
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
102.71
-
-
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department..
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
12
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
iii) Br. No. 4/21 on Rongajulikhat to Atelia Road
160.23
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
i) Br. No. 3/2 on Dhupguri to Latakhat
20
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
20
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
iii) Br. No. 4/21 on Rongajulikhat to Atelia Road
20
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Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
i) Br. No. 3/2 on Dhupguri to Latakhat
4
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Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
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-
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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-
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
8
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-
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
8
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-
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations iii) Br. No.4/21 on Rongajulikhat to Atelia Road
8
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-
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
8
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-
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At minimum 2 locations ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
8
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-
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At minimum 2 locations iii) Br. No.4/21 on Rongajulikhat to Atelia Road
8
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
2
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-
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Pre Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
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-
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Pre Construction Stage: At minimum 2 locations iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
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-
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
4
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-
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
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-
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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-
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 3/2 on Dhupguri to Latakhat
4
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
2
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-
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Pre Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
-
-
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Pre Construction Stage: At minimum 2 locations iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
-
-
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
4
-
-
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
-
-
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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-
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 3/2 on Dhupguri to Latakhat
4
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Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
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-
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
2
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-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Pre Construction Stage: At minimum 2 locations
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
-
-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Pre Construction Stage: At minimum 2 locations
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
-
-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 3/2 on Dhupguri to Latakhat
4
-
-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
-
-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
-
-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations
i) Br. No. 3/2 on Dhupguri to Latakhat
4
-
-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
-
-
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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-
Implementation of Environmental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 3/2 on Dhupguri to Latakhat
4
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Implementation of Environmental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
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Implementation of Environmental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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Implementation of Environmental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 3/2 on Dhupguri to Latakhat
4
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-
Implementation of Environmental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
4
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-
Implementation of Environmental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
4
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Community meetings in village, 2 times.
i) Br. No. 3/2 on Dhupguri to Latakhat
2
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Community meetings in village, 2 times.
iii) Br. No.4/21 on Rongajulikhat to Atelia Road
2
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Community meetings in village, 2 times.
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
2
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A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 1,97,559.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 3/2 on Dhupguri to Latakhat
1
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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 3,60,415.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 1/1 on Udalguri Barbengra road to Darangipara
1
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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 10,41,483.00 (not to be changed by the Bidders in BOQ)
iii) Br. No. 4/21 on Rongajulikhat to Atelia Road
1
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